WQ0041237_Regional Office Historical File Pre 2018

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
T I! 4
MOORESEELLJE REEEIONAi„(,)EFICE
I. APPLICANT INFORMATION:
1, Applicant's name: City of KannapOis (compan), municipality,F10A, utility, etc.)
2. Applicant type: J Individual El Corporation El General Partnership El Privately -Owned Public Utility
El Federal EI State/County Municipal [1] Other
3. Signature authority's name: Wilmer Melton, III per I 5,A NCAC 02T ,0 IWO)
Title: Director of Public Works
4. Applicant's mailing address: 401 Laureate Way
City: Kannapolis State: NC Zip: 28081-0005
5. Applicant's contact infon-nation:
Phone number [phone] .Email Address: [e-mail]
II. PROJECT INFORMATION:
I: Project name: jrinity_Cr(IsAim
2 Application/Project status:
Proposed (New Permit) El Existing Permit/Project
lf a modification, provide the existing permit number: WQ00and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees):1.....atitude: 35.47857Longitude: -80,6808'
5, Parcel ID (if applicable): 4693-92-1900
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David S. Klausman
Firm: Bloc Desing, PLLC
Mailing address: 2923 S. "Tryon St, Suite 320
City: Charlotte State: NC Zip: 28203-
Phone number [phone] Email Address: dklausmanigbloc-ric,com
License Number: .35711
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Rocky River Regional Wastewater Treatment Plant 'Pei mit. Number: NC0036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION indifferent than WWTF):
1. Permit Number(s): WQ
System Wide Collection System .Permit Number(s) (if applicab WQCS
Owner Name(s):
FORM: 'ETA 04-1.6 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. Utile Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity 'been attached?'
E Yes ON° ZN/A
If the Applicant is a Developer of lots to be sold, has a Developer's Operat ion a f.\ in -cement ( FORM:. DE V been attached?
0 Yes ZNo ZN/A
3, If the Applicant is a FlonyzEropertv Owners° ,,,,Nssociation, has an Operational Agreement (FOR NI: 110A) been attached?
4. Origin of wastewater: (check all that apply):
Residential Owned
Residential Leased
Eli School (preschool / day care
• Food and drink facilities
—1 Businesses / offices / factories
El Yes
No N/A
[11 Retail (stores, centers, malls)
Retail with food preparation/service
Li Medical dental / veterinary facilities
LI Church
LI Nursing Horne
5, Nature of wastewater : 100.3/4 Domestic Commercial Commercial
(1/6 Industrial (See_15ANS„ACTQL,010.3k20,
Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under I 5,A NCAC :21 ,0 I I 4(f)? [1] Yes
lives, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 LW))
Single Family- 4 Bedroom
Single Family/ 3 Bedroom,
El Car Wash
E] Hotel and or Motels
111 Swimming Pool /Clubhouse
E Swimming Pool/Filter Backwash
[11 Other (Explain in Attachment)
Yes Ell No
No
Daily Design Flow " iNo. of Units'
120 gallbedroom
120 gahbedroom
gal/
gal
gall
33
Total
Flow
_ ,360 GPD
11,880 GPD
GPD
GPD
GPD
GPD
51,240 GPD
a See I 5A NCAC 021 A/114(bl, (d).; te),(1) and kOc,:), for caveats to wastewater design flow rates .e., minimum flow per
dwelling; proposed unknown non-residential development uses: public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G,S:
b Per 15.A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1.5 A. N "AC 021.,01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 51,240 (4PI) (per I 5A NCAC 02:1 01 14)
Do not include future flows or previously: permitted allocations
if permitted flow is zero, indicate why:
• Purnp Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing sewer with no new flow expected
Et Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) 211.0 7: (Gras Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
8 6,990
8
• Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
'i%.• Section 111 contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum, slope requirement is not allowed and a violation of the MDC
VW. PUMP STATION DESIGN CRITERIA (If ,Applicable) — 921 .0305 & MDC (Pump Stations/ForceMans)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: 'Longitude: -
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDti)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet)
Material
6, Power reliability in accordance with 15A NCAC 02.T .03050)0 ):
El Standby power source or pump with automatic activation and telemetry - I SA NCAC 021' ,0305(h)(1)(B);,
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and 'telemetry - 15A NCAC 02T
,0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ,0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-1.6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02E3 .0200 & 15A NCAC 02T .0305(f)):
1, Does the project comply with all separations found in I5A . CAC 02T .030511)_&tg)
• 15A NCAC 0217,03050) contains minimum separations that shall be provided for sewer systems:_
Setback. Parameter* Separation Required
--1
Yes
sewers and other utilities not listed below (vertical) 24 inches
mains (yertical-water over sewer including in benched trenches
Water mains (horizontal)
Reclaimed water lines (vertical reclaimed over sewer)
18 inches
10 feet
18 inches
Reclaimed water lines (horizontal - reclaim.ed over sewer)
**Any private or public water supply source, including any vvells, WS-I waters of Class 1 or
Class Il impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoun.dment, or ground water lowering and surface drainage.
ditches
Any buildimg fou.ndation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
:0- I 5A NCAC 021-.0305(g) contains alternatives where separations in 02 TS1305( 0 cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water Classifications ,Aebpage
If noncompliance with 021„.00,5t (L11, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
• See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is 'utilized in design and construction
.> As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02E3 „0200?
• This would include Trout Buffered. Streams per I 5A NCAC 21.3,0202
Z Yes
Z Yes
No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Z Yes Li No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface. waters
Information can be obtained from the 401 & Buffer PermittingBranch
5. Does project comply with I5A 'C.AC 021.01.05(0(0 (additional permits/certifications)? Z Yes LI No
Per 15AN0AL102I0105(116), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this pernfit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storm.water management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 151)N.ciNc (re 104(11, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
n Yes jNo
• If yes, include an attachment with details for each line, including type (aerial line, size, material. and location).
High priority lines shall be inspected by the perm ittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the perm itee's individual System -Wide Collection permit.
FORM. ETA 04-1.6 'Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with, I NCAC 021. the Minimum Deskan Criteria for the Perrnittirna of Pump Stations
an4 (''pre,e_Nlainsilatetyers'ianl, and the Gravity Sewer Minimum Desrun Criteria (rarest version} as applicable?
Yes LINo
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-1.4) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents,
2. Prole Engincer'sC'‘ .cation:
attest that this application for
Professional -Mgineer's name from Application Item 111.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation. to the best of my kn.owledge. I further attest that to the best
of my knowledge the proposeddesign has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pomp Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE --In accordance with General Statutes 143-215.6A and 143-215,6f3, any person who knowingly makes any false
statement:, representation, or certification in any application package shall be uilty of a Class ,misdem 'nor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 p : tion,
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per l5.A NCAC 02T .0 l06(b):
Wi4mr Me f ceic+of PRI DrkS
attest that this applicatioi
(Signature Auth name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this.
application package is subject to being returned as incomplete, I understand that any,: discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, a.ndlor criminal prosecution, l will make no claim against the Division of Water Resources should a condition.
of this permit be violated, 1 also understand that if all required parts of this application package are not completed and that if
all required. supporting information and attachments are not included, this application package Will be returned to me as
incomplete.
NOTE ---- In accordance with General Statutes 143-215,6.A. and 143-215,6P,, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed S 10,000 as well as civil penalties up to 525.000 per violation,
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

WSACC
September 25, 2019
Mr, Michael I......egg
City Manager
City of Kannapolis
401„La.ureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City ofKannapolis
Trinity Crossing
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786.1783 • 704795.1564 Fax
www,wsacc.org
Dear Mr, Legg:
This is a notice of capacity .for the 'flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on September 24, 2019. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Trinity Crossing, located near Trinity Church Road. The
referenced project will serve a development with. 82 four -bedroom homes and 33 three -bedroom homes, with a
projected. wastewater flow of 51,240 gallons per day (gpd). The wastewater generated by this project will be.
conveyed through a proposed gravity system, through the existing gravity system, and then enter WSACC's system
at the existing 15-inch Afton Run Branch Outfall Interceptor. WSACC acknowledges it has or 'will have capacity
for wastewater from the proposed development based on information provided by Bloc Design, PLLC
Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow
gu idelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the UP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding avaita.bility. The list and schedule of CIP projects are tentative and are
revised periodically to reflect changing, conditions and needs,
If construction of this project does not commence within two (2) ,years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also he
cancelled. pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the .final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit fOr the project and when system development fees are paid pursuant to
G.S. §162A, Article 8.
If you have any questions, please call me i. t [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems .Engineer
cc: :Misty Lippard, PE/Kannapolis
Wilmer .Melton/Kannapolis
David S, Klau.sinan, PE/Bloc Design, PLLC
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Water Resou
(WSACC USE ONLY) Trinity Crossing
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FUSE —1011 8)
Section 1. Name of wastewater treatment facility (WW-FF) receiving wastewater:
21 Rocky River Wastewater Treatment Facility— Permit #NC0036269
Muddy Creek Wastewater Treatment. Facility — Permit 41N(C0081.621.
WWTP facility's permitted flow. MCID
Estimated obligated flow not yet tributary to the WWTP,MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility MGD
Percent of permitted flow used
26.500
2.751
20.0'7 (75.74% of permit)
0,051
22.872
86.31%
Section 11. Purnp stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Lower Rocky
River PS
Purnp Station
Permit No,
Firm
Capacity *
MG.!)
NC0036269 37.000
(A)
Design Average
Daily Flow
(Tirmipp
i GO
1/3/1
Approx. Currenr
Average Daily
Flow
MCl/
14.800 10.54t
(C)
Obligated,. Nei Yet
Tributary Daily Flow
MCI)
7.731
(I3+C) (E)-I(Asp)
Total Current Hew Available
Plus Obligated How cv„ii1A.4.
MCI) MCI)
12,772 2028
* The Firm Capacity (design flow) or any pump station. is defined as the maximum pumped fiow that C3111 be achieved with the largest pump taken outof service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2„.5., per Section .2.0211A)(4)0) of the itifinim urn
Design Criteria,
***.A Planning Assessment Addendum shall he attached for each pump station located between .the project connection point and the WWII,' where Available
Capacity is <0.
Section 111. WSACC Certification Statement:
J. Thomas Hahn, PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receivim,,i
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal
circumstances, given the implementationof the planned improvements identified in the planning assessment where
applicable, This analysis has been performed in accordance with local established policies and procedures using the hest
available data. This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendum for which I. am the responsible party. 'Signature of -this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to.
service this wastewater flow until a building permit is requested through the Cabarrus County .113u0ding inspections
Department and WSACC receives payment of the System Development Fee.,

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: August 8, 2019
LlCity of Concord City of Kannapolis flrown ofHarrisburg ETownof Mt, Pleasant
EiCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Trinity Crossing —Project #CP-2018-01
Description.: The sanitar sewer engineering_ lans and s.ecifications as ared. and sealed b David S Klausman
NCPE with Bloc Design_ PELC, for the wastewater collection system extension consisting of approximately 7,336 linear
fee( of 8-inch sanitaiN sewer with 36 manholes and other appurtenances to serve Trinity. Crossing 'located otT/on of Trinity
Church Road, with a wastewater discharge of 51 2,40 GPD,
*Number of Lots: 115 OR *Number of Units: *Must be included in request.
Where will the new line be connected:
LJ Directly into a WSACC interceptor
Into the jurisdiction's existing collection system
Lil Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: Thproposed 8-inch sanitary sewer
extension will tie-in to the existing 12-inch sanitary sewer system, which extends to the I5-inch PVC WSACCAfton Run
Branch interceptor,
Which WSACC interceptor will the flow ultimately be discharged into: 15-inch PVC WSACC Afton Run Branch
Interceptor
What is the WSACC manhole number that the flow will be discharged into? Node 012661
What is the quantity of flow that will be discharged? 51,240 GPD
Flow type:
Domestic 100 % Elill Commercial El] Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Pernik 4.NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted as
a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will.
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified. 48 hours in advance of a. connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion,
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be requiredfor the project.
SACC USE ONLY: DATE:
Current sewer model shows an Interceptor as being surcharged south of the manhole in question,
Approved Lil Not Approved
Current Sewer Model shows:
E-2 APPENDIX E

Dhislon or Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE --01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
EiCity of Concord EiCity of Kanna.polis LlTown of Harrisburg Elown of Mt. Pleasant
OChariotte Mecklenburg Utilities,
Project Title, Description, and Number of lots/Unit:
Project Title: Trinity Crossina—Project #CP-2018-011
Description: The sanitary sewer engineering plans and specifications, as prepared and sealed by David S. Klausman, NCPE.,
with Bloc DesigtLfor the wastewater collection system extension consisting of approximately 7 336 linear feet of 8-inch sanitary
seWer with 36 manholes and other appurtenances to serve Trinl Crossing, 'located offion of Trinity Church Road, with
wastewater discharge of 51,240 GPD.
What is the quantity of flow that will be discharged? 5 240GPD
Flow type:
Domestic 00 % Coin mercial Lil Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pura p Station
(Name or Number)
N/A
Firm Capacity *
IrICD
(A)
.Design Average Doily How
(Finnlpf)
%IGD
(13)
Approx Current
Average Daily Flew
MGD
(C) (1)) =
Ohkgared, N Ye q Currerq Flow 1
Inbutary Daily How Plus Obhgated How
MCD MCD
Available
Capacity"** 1
MGD 1
* The Firm Capacity °laity pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWII' where Available Capacity is <
Section 1-1. Jurisdiction's Certification Statement:
1. Wilmer Melton, III, Director of Public Works, certify that, to the best of my knowledge, the addition of the volume
of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor: and the
flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any
downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data, This certification applies to those items fisted above
in Section I plus all attached planning assessmentaddendums for which, to the best of my knowledge, will not adversely affect
the down5tram%er capacity. Signature of this form indicates acceptance of this wastewater flow.
..0477 V-11/
Jurisdicii
m's Signing O/jicial Signature Date
Revision Date: 08/0913

M*IntatiiNine-Ave—r
Ako.
BRIe-kkown,-Et
PROJECT NAME
TR/NI TY uRosSING
OWNER CLIENT
PO FUSIONS SOLUTIONS HE LLC
SANNMPOLIS,
SHEET TITLE
LOCATION SITE: MAP
SHEET:
SITE-1
ow, al
DATE: 0804 M
•SCALE,N

TRINITY CROSSING CONSTRUCTION SITE
NOTES;
SITE DISCHARGES INTO AFTON RUN CREEK.
. TOPOGRAPHICAL INFORMATION TAKEN FROM UNITED
STATES GEOLOGICAL. SURVEY - KANNAPOLIS, NC, 7,5
MINUTE SERIES QUADRANGLE, DATED 2016,
PROJECT NAME:
R,A1 lY GROsSAG
OWNER CLIENT:
RE;) ',LADING SOLUTIONS III I. LC;
SHEET TITLE:
USGS 'TOrOGRAPHIC QUAD MAP
SHEET:
USGS-1
NI".517.03
tE 380010
SCALE: = 1000"

rtrri:FIVrn,,,NC.DENRIDWR'
OCT 9 20
,„,t,tapos
•REGKNAL0117K,:',E
Public V(4,..irks
October 4, 2019
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water QuaIitQuality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: 'Frinity Crossing
Server Extension.
City of Kannapolis Cabarrus County
Dear Sir or .Madant
Please find attached for your review and approval the original and one copy of the permit
application along with. the. $480 processing fee for the above referenced project. Also enclosed is
the flow acceptance letter from the Water 8z: Sewer Authority of Cabarrus County stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
-File proposed extension will connect to the existing .Kannapolis sewer system Which extends to
the WSA.CC Afton Run Branch Interceptor. This wastewater collection system WilI, serve the
proposed ',Frinity Crossing Subdivision.
The Water and Server Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems .were approved by your office and are being maintained by the Division of
Environmental Management This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-920-4219 if you have any questions.
Sincerely,
Lilfutt, PE
11..„MLIC \A1(..)1.-.1<lS, 401 [AUREATE KANNAPOI N,C., 2808 1
704- 9)0-4200 \A/ vvvv..K.,A,N NA Pai„). s c Gov

FAST TRACK SEWER ENGINEERING CERTIFICATION
MFGriVEMMMOMENMIIMWR
NOV 1 8 2020
PERMITTEE: CITY OF KANNAPOLIS
PERMIT #: WQ0041237
PROJECT: TRINITY CROSSING
ISSUE DATE: OCTOBER 22, 2019
WQROS
MOORESVOLE REG OFFM.:*.E
This project shall not be considered complete n.or allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water QualityRegional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions, The Perrnittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERNTITTEE'S CERTIFICATION
I, the undersigned agent for the Pem-littee„ hereby state that this project has been constructed pursuant to
th.c applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Perrnittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or ponsJieoL.
Printed Name, Titte Signature
ENGINEER'S CERTIFICATION
Date
1. David S„ Klausrnan as a duly registered -Professional Engineer in the State of North Carolina,
having been authorized to observe [1 weekly, full time) the construction of the
project name and location as referenced above for the above Permitter hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the following construction:
7,336 linear feet of 8-inch gravity sewer; such that the construction was observed to he built within
substantial compliance of this penult.; 15A NCAC 02T; the Division of Water Resources' (Division)
Gravity Sewer Minimum. Design Criteria adopted February 12, 1996 as applicable; the Division's
'Minimum 'Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting materials..
North Carolina Professional Engineer's Scal wlsignat
Final • Partial (include description)
Certificatio: , Comments/Qoall (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
,4n
Certifying Engineer: David S. Niausman
Certification Review Date: August 21, 2020
Project Name: Trinity Crossing
wQoo 41237 Project County: Cabarrus
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA,IP0A, etc. Yes II No
If yes, please provide either a change of ownership form or new contact information, Note that transfer Of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? No
3) Final Engineering certification? Yes No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if .applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Yes No NIA
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed,
• Minimum diameters for gravity. sewers are 8-inches for public lines and 6-inches for private lines,
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: 1 Yes I- No 111 N/A,
• Ensure power reliability option was selected per 15A NCAC 021'.0305(111.
6) Was project construction completed in accordance with all of the following: Yes No
• 1,5A NCAC 02T, Minimum Design Criteria L1)/1 DC) for the_perrnittinof Gravitv $ewers. (latest versio and
MDC for the Pennittingpf Pump Stations and ,Foree Mains (latest, version)?
if not, a variance approval is required in accordance with 15A N(,iC. 02T„01.,05i12), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy),
• The central, office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit Nvith variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (1.5A NC.A( 02 r „040212:)y?
Yes No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15.A NCAC
02T.0403 (a)(5)„ lithe permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required tiir any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and or change in the number type of connections)? [ Yes In No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation,
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Tuvia, Ori A
From:
Sent:
To:
Subject:
Ori,
David Klausman <[e-mail]>
Wednesday, November 25, 2020 1:53 PM
Tuvia, On A
[External] Re: WQ0041237 - trinity crossing
I don't recall the manhole numbers but phase 1 are lots 1-26 and lots 114 and 115.
Thanks,
David
803-513-4734
Sent from Oiui L I
Pleze xcuze my speling.
From: Tuvia, Ori A <ori.tuvia@ncdenr,gov>
Sent: Wednesday, November 25, 2020 12:15:30 PM
To: David Klausman <dklausman@bloc-nc,com>
Subject: WQ0041237 - trinity crossing
David,
got the subject p
Sincerely,
iai certification could you please clari
Ori Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]
Ori,tuviagncdenr.cloy
0
e what MH or Tots are being certified? Feet of line?